JP4858142B2 - Seawater purification system and seawater purification method - Google Patents

Seawater purification system and seawater purification method Download PDF

Info

Publication number
JP4858142B2
JP4858142B2 JP2006335020A JP2006335020A JP4858142B2 JP 4858142 B2 JP4858142 B2 JP 4858142B2 JP 2006335020 A JP2006335020 A JP 2006335020A JP 2006335020 A JP2006335020 A JP 2006335020A JP 4858142 B2 JP4858142 B2 JP 4858142B2
Authority
JP
Japan
Prior art keywords
seawater
purification
filtration layer
water area
coastline
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2006335020A
Other languages
Japanese (ja)
Other versions
JP2008142666A (en
Inventor
直仁 西川
正夫 黒岩
真 小林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP2006335020A priority Critical patent/JP4858142B2/en
Publication of JP2008142666A publication Critical patent/JP2008142666A/en
Application granted granted Critical
Publication of JP4858142B2 publication Critical patent/JP4858142B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Description

本発明は、海水浄化システム及び海水浄化方法に関し、特に、海岸近傍の海水を浄化するのに好適な海水浄化システム及び海水浄化方法に関する。   The present invention relates to a seawater purification system and a seawater purification method, and more particularly to a seawater purification system and a seawater purification method suitable for purifying seawater in the vicinity of a coast.

この種の海水浄化システム及び海水浄化方法の一例として、特許文献1には、海岸近傍の沖合に礫や砕石等を積み上げて浄化提を形成し、この浄化提の両端を海岸線まで延出させることにより、浄化提の内側の内水域と外側の外水域とを区画し、潮の干満の際に浄化提を介して内水域と外水域との間で海水を移動させることにより、海水中に含まれるプランクトン等の汚濁成分を礫や砕石等の表面に付着させて捕捉し、内水域の海水を浄化するように構成した海水浄化方法が開示されている。   As an example of this type of seawater purification system and seawater purification method, Patent Document 1 discloses that a purification proposal is formed by stacking gravel and crushed stones offshore near the coast, and both ends of the purification proposal are extended to the coastline. Divides the inner water area and the outer outer water area of the purification basin and moves the sea water between the inner water area and the outer water area via the purification basin when the tides are full. There is disclosed a seawater purification method configured to attach and capture pollutant components such as plankton on the surface of gravel or crushed stone and purify seawater in the inner water area.

また、特許文献2には、入り江、湾、海浜等の半閉鎖性海域の外方(陸方)に周辺海域と半閉鎖性海域とを区画する外郭施設を設け、陸地に修景池を設け、外郭施設により区画された半閉鎖性海域の海底地盤上に砂層を形成し、砂層の底部と修景地との間、及び修景池の底部と周辺海域との間をそれぞれ排出管で接続し、排出管の修景池に露出する端部及び周辺海域に露出する端部にそれぞれ逆止機構を設けて海水浄化構造物を構成し、この海水浄化構造物を利用することにより、半閉鎖性海域に作用する海水を浄化させるように構成した海水浄化方法が開示されている。
特開2000−45244号公報 実公平7−13766号公報
In Patent Document 2, an outer facility that divides the surrounding sea area and semi-enclosed sea area outside the semi-enclosed sea area such as a bay, bay, and beach is established, and a landscape pond is provided on the land. A sand layer is formed on the seabed ground in a semi-enclosed sea area partitioned by the outer facility, and the bottom of the sand layer and the scenic area, and the bottom of the scenic pond and the surrounding sea area are connected by discharge pipes. A non-return mechanism is provided at the end of the discharge pipe exposed at the scenic pond and the end exposed at the surrounding sea area to form a seawater purification structure. By using this seawater purification structure, it is semi-closed. There is disclosed a seawater purification method configured to purify seawater that acts on sexual sea areas.
JP 2000-45244 A No. 7-13766

ところで、上記のような構成の海水浄化方法のうち、特許文献1に開示されている海水浄化方法は、浄化提により海水中に含まれるプランクトン等の汚濁成分や大腸菌等の細菌類をある程度は捕捉して除去することはできるが、人々が遊泳等できるまでのレベルまで細菌類を除去することができない。   By the way, among the seawater purification methods configured as described above, the seawater purification method disclosed in Patent Document 1 captures to some extent pollutant components such as plankton and bacteria such as Escherichia coli contained in the seawater by the purification agent. However, bacteria cannot be removed to a level that allows people to swim.

また、特許文献2に開示されている海水浄化方法は、海水を半閉鎖性海域に設けた砂層で濾過することにより浄化しているので、特許文献1に記載のものよりも細菌類を多く除去できるが、それでも人々が遊泳等ができるようになるレベルまで細菌類を除去することは困難である。また、施設の建設に手間と時間がかかり、建設費が高くついてしまう。   Moreover, since the seawater purification method disclosed in Patent Document 2 is purified by filtering seawater through a sand layer provided in a semi-enclosed sea area, more bacteria are removed than those described in Patent Document 1. Although it is possible, it is still difficult to remove bacteria to such a level that people can swim. Also, the construction of the facility takes time and effort, and the construction costs are high.

本発明は、上記のような従来の問題に鑑みなされたものであって、細菌類の含有量を十分に低減させることができるとともに、施設の建設が容易で建設に要する手間と時間を削減することができ、建設費を安く抑えることができる海水浄化システム及び海水浄化方法提供することを目的とする。   The present invention has been made in view of the conventional problems as described above, and can sufficiently reduce the content of bacteria, and also facilitates construction of facilities and reduces labor and time required for construction. It is possible to provide a seawater purification system and a seawater purification method that can reduce construction costs.

上記のような課題を解決するために、本発明は、以下のような手段を採用している。
すなわち、本発明は、海岸近傍の海水を浄化する海水浄化システムであって、海岸近傍の沖合と海岸線との間に設けられて、海岸近傍に外水域から区画された内水域を形成する第1海水浄化設備と、該第1海水浄化設備よりも海岸線側に設けられて、前記内水域の海岸線に沿う部分に、該内水域の他の部分から区画された浄化区域を形成する第2海水浄化設備とを有する浄化施設を備え、前記第1海水浄化設備は、前記外水域からの海水を透過させて前記内水域に移動させる際に、該海水に含まれる大腸菌等の細菌類を付着させて捕捉する礫間接触酸化機能を有するとともに、潮の干満に関わらずに上端が海面から上方に突出する高さに設定される、礫や砕石等を積み上げて構成した浄化提からなり、前記第2海水浄化設備は、前記内水域の海岸線に沿う部分に、該内水域の他の部分から区画された前記浄化区域を形成するとともに、潮の干満に関わらずに上端が海面下に位置する高さに設定される保持体と、前記浄化区域の海底地盤上に濾過材を堆積させることによって形成されるとともに、前記内水域からの海水を浸透濾過させて該海水に含まれる大腸菌等の細菌類を付着させて捕捉する浸透濾過機能を有する濾過層と、前記濾過層の下部と海岸線に沿う陸地の部分との間に設けられて、前記濾過層で浸透濾過させた海水を集水して、該海水を海岸線に沿う陸地の部分に導き、該海岸線に沿う陸地の部分から前記濾過層の上部に向けて放流する集水手段とからなることを特徴とする。
In order to solve the above problems, the present invention employs the following means.
That is, the present invention is a seawater purification system for purifying seawater in the vicinity of a coast, and is provided between an offshore near the coast and a coastline to form an inner water area partitioned from an outside water area in the vicinity of the coast. A seawater purification facility and a second seawater purification facility that is provided on the coastline side of the first seawater purification facility and that forms a purification zone partitioned from other portions of the inner water area in a portion along the coastline of the inner water area The first seawater purification facility is configured to allow bacteria such as Escherichia coli contained in the seawater to adhere when the seawater from the outer water area is permeated and moved to the inner water area. It has a purification function consisting of piled up gravel, crushed stone, etc., which has a contact oxidation function for capturing gravel and has an upper end protruding upward from the sea surface regardless of tides . sea water purification equipment, of the inner waters Forming the purification zone partitioned from the other part of the inner water area in a portion along the shoreline, and a holding body whose upper end is set at a height below the sea level regardless of tides; percolator functions the are formed by depositing a filtration material cleaning area on seabed Rutotomoni, and capturing seawater by osmosis by adhering bacteria such as E. coli contained in seawater from said body of water And a portion of land land along the coastline that collects seawater permeated and filtered by the filtration layer between a lower portion of the filtration layer and a land portion along the coastline. And water collecting means for discharging water from a land portion along the coastline toward the upper portion of the filtration layer .

本発明海水浄化システムによれば、外水域からの海水は、第1海水浄化設備の浄化提を透過して内水域に移動する際に、この海水に含まれる大腸菌等の細菌類が浄化堤に付着されて捕捉されることにより、この海水に含まれる大腸菌等の細菌類の含有量が低減される。また、浄化提を透過して内水域に移動した海水は、第2海水浄化設備の濾過層で浸透濾過されることにより、この海水に含まれる大腸菌等の細菌類が濾過層に付着されて捕捉され、この海水に含まれる大腸菌等の細菌類の含有量が更に低減される。さらに、第2海水浄化設備の濾過層で浸透濾過された海水は、集水手段によって集水されて海岸線に沿う陸地の部分に導かれ、この部分から濾過層の上部に向けて放流される。そして、外水域から内水域に移動した海水に対して、第2海水浄化設備の濾過層による浸透濾過、集水手段による濾過層の上部への放流を繰り返すことにより、外水域から内水域に移動した海水に含まれる大腸菌等の細菌類を次第に低減させることができる。
また、第1海水浄化設備の浄化提は、潮の干満に関わらずに上端が海面から上方に突出する高さに設定されているので、外水域の海水は必ず浄化提を透過して内水域に移動することになる。
さらに、第2海水浄化設備の保持体は、潮の干満に関わらずに上端が海面下に位置する高さに設定されているので、濾過層の上面に潮の干満による流れ、或いは波浪による流れを十分に作用させて、濾過層の表層を攪拌することができるので、濾過層の表層に目詰まりが生じるのを防止でき、濾過層の初期の浸透濾過機能を長期的に維持することができる。
According to the seawater purification system of the present invention , when seawater from the outer water area passes through the purification solution of the first seawater purification facility and moves to the inner water area, bacteria such as Escherichia coli contained in the seawater are purified. By adhering to and trapping, the content of bacteria such as Escherichia coli contained in the seawater is reduced. In addition, seawater that has passed through the purification scour and moved to the inner water area is filtered by osmosis through the filtration layer of the second seawater purification facility, so that bacteria such as Escherichia coli contained in this seawater are attached to the filtration layer and captured. In addition, the content of bacteria such as Escherichia coli contained in the seawater is further reduced. Further, the seawater that has been osmotically filtered by the filtration layer of the second seawater purification facility is collected by the water collecting means, led to a land portion along the coastline, and discharged from this portion toward the upper portion of the filtration layer. The seawater moved from the outer water area to the inner water area is moved from the outer water area to the inner water area by repeating osmotic filtration by the filtration layer of the second seawater purification facility and discharge to the upper part of the filtration layer by the water collecting means. Bacteria such as Escherichia coli contained in the seawater can be gradually reduced.
In addition, because the first seawater purification facility is set to a height where the upper end protrudes upward from the sea level regardless of the tides, the seawater in the outer water area always passes through the purification basin. Will be moved to.
Furthermore, since the upper body of the second seawater purification facility is set at a height where the upper end is located below the sea level regardless of the tides, the flow due to tides or the flow due to waves on the upper surface of the filtration layer. Since the surface layer of the filtration layer can be stirred, the clogging of the surface layer of the filtration layer can be prevented, and the initial osmotic filtration function of the filtration layer can be maintained for a long time. .

また、本発明において、前記集水手段は、前記濾過層の下部に埋設されるとともに、前記濾過層で浸透濾過された海水を集水する集水管と、前記海岸線に沿う陸地の部分に設けられるととともに、前記集水管で集水した海水を一旦貯留させておく貯留槽と、該貯留槽から海水を汲み上げて地上に導き、地上から前記濾過層の上部に向けて放流するポンプとを備えていることを特徴とする。 Further, in the present invention, the water collecting means is embedded in a lower portion of the filtration layer, and is provided in a water collecting pipe for collecting seawater filtered by the filtration layer and a land portion along the coastline. And a storage tank for temporarily storing the seawater collected by the water collecting pipe, and a pump for pumping the seawater from the storage tank to the ground and discharging it from the ground toward the upper part of the filtration layer. and said that you are.

本発明の海水浄化システムによれば、第2海水浄化設備の濾過層で浸透濾過された海水は、集水手段の集水管で集水されるとともに、海岸線に沿う陸地の部分に設けた貯留槽に一旦貯留され、貯留槽からポンプで汲み上げられて地上に導かれ、地上から濾過層の上部に向けて放流される。また、集水手段によって濾過層の上部に向けて放流された海水は、濾過層で再び浸透濾過され、集水手段の集水管で集水され、貯留槽に一旦貯留されて、地上に汲み上げられ、地上から濾過層の上部に向けて再び放流される。このようなことを内水域の海水に対して繰り返し行うことにより、内水域の海水に含まれる大腸菌等の細菌類の含有量を次第に低減させることができる。 According to the seawater purification system of the present invention, the seawater that has been osmotically filtered by the filtration layer of the second seawater purification facility is collected by the water collecting pipe of the water collecting means, and the storage tank provided in the land portion along the coastline. And then pumped from the storage tank, guided to the ground, and discharged from the ground toward the top of the filtration layer. The seawater released toward the upper part of the filtration layer by the water collecting means is osmotic filtered again by the filtration layer, collected by the water collecting pipe of the water collecting means, temporarily stored in the storage tank, and pumped up to the ground. Then, it is discharged again from the ground toward the upper part of the filtration layer. By repeatedly performing such operations on the seawater in the inner water area, the content of bacteria such as Escherichia coli contained in the seawater in the inner water area can be gradually reduced.

さらに、本発明は、請求項1に記載の海水浄化システムを用いて海岸近傍の海水を浄化する海水浄化方法であって、外水域からの海水を、前記第1の海水浄化設備の前記浄化堤を透過させて前記内水域に移動させる際に、該浄化提の礫間接触酸化機能によって該海水に含まれる大腸菌等の細菌類を付着させて捕捉するとともに、前記第1の海水浄化設備の前記浄化提を透過させて前記内水域に移動させた前記海水を、前記第2海水浄化設備の前記浄化区域の海底地盤上の前記濾過層で浸透濾過させることにより、前記海水に含まれる大腸菌等の細菌類を付着させて捕捉し、前記濾過層を浸透濾過させた前記海水を、前記集水手段で集水して海岸線に沿う陸地の部分に導き、該海岸線に沿う陸地の部分から前記濾過層の上部に向けて放流することを繰り返すことを特徴とする。
Furthermore, the present invention provides a seawater purification method for purifying seawater in the vicinity of a coast using the seawater purification system according to claim 1 , wherein seawater from an outside water area is converted into the purification dam of the first seawater purification facility. When passing to the inner water area through permeation, the bacteria such as Escherichia coli contained in the seawater are attached and captured by the contact oxidation function between the gravel of the purification basin, and the first seawater purification facility The seawater that has been passed through a purification slab and moved to the inner water area is osmotically filtered through the filtration layer on the seabed ground of the purification area of the second seawater purification facility, such as Escherichia coli contained in the seawater. The seawater obtained by adhering and capturing bacteria and osmotically filtering the filtration layer is collected by the water collecting means and guided to a land portion along the coastline, and the filtration layer is separated from the land portion along the coastline. To the top of the And repeating the.

以上、説明したように、本発明の海水浄化システム及び海水浄化方法によれば、外水域からの海水は、第1海水浄化設備の浄化提を透過して内水域に移動する際に、この海水に含まれる大腸菌等の細菌類が浄化堤によって付着されて捕捉され、この海水に含まれる大腸菌等の細菌類の含有量が低減される。また、浄化提を透過して内水域に移動した海水は、第2海水浄化設備の濾過層で浸透濾過されることにより、この海水に含まれる大腸菌等の細菌類が付着されて捕捉され、この海水に含まれる大腸菌等の細菌類の含有量が更に低減される。さらに、第2海水浄化設備の濾過層で浸透濾過された海水は、集水手段によって集水されて海岸線に沿う陸地の部分に導かれ、この海岸線に沿う陸地の部分から濾過層の上部に向けて放流される。そして、このような内水域の海水に対して、濾過層による浸透濾過、集水手段による濾過層の上部に向けての放流を繰り返し行うことにより、内水域の海水に含まれる大腸菌等の細菌類を次第に低減させることができる。従って、内水域の海水に含まれる大腸菌等の細菌類の含有量を、人々が遊泳等を行うことが可能なレベルまで低減させることができるので、海岸近傍に親水公園や遊泳場等を建設することが可能となる。
また、第1海水浄化設備としの浄化提を設けるとともに、第2海水浄化設備としての保持体、濾過層、及び集水手段を設ければよいので、親水公園や遊泳場等の建設に要する手間と時間を削減することができ、建設費用を安く抑えることができる。
さらに、第1海水浄化設備の浄化提は、潮の干満に関わらずに上端が海面から上方に突出する高さに設定されているので、外水域の海水は必ず浄化提を透過して内水域に移動することになる。さらに、第2海水浄化設備の保持体は、潮の干満に関わらずに上端が海面下に位置する高さに設定されているので、濾過層の上面に潮の干満による流れ、或いは波浪による流れを十分に作用させて、濾過層の表層を攪拌することができるので、濾過層の表層に目詰まりが生じるのを防止でき、濾過層の初期の浸透濾過機能を長期的に維持することができる。
As described above, according to the seawater purification system and the seawater purification method of the present invention, the seawater from the outer water area passes through the purification solution of the first seawater purification facility and moves to the inner water area. Bacteria such as Escherichia coli contained in the seawater are attached and captured by the purification bank, and the content of bacteria such as Escherichia coli contained in the seawater is reduced. Also, the seawater that has passed through the purification scour and moved to the inner water area is filtered by osmosis through the filtration layer of the second seawater purification facility, so that bacteria such as Escherichia coli contained in this seawater are attached and captured. The content of bacteria such as Escherichia coli contained in seawater is further reduced. Further, the seawater that has been osmotically filtered by the filtration layer of the second seawater purification facility is collected by the water collecting means and guided to the land portion along the coastline, and directed from the land portion along the coastline toward the upper portion of the filtration layer. Released. And bacteria such as Escherichia coli contained in the seawater in the inner water area by repeatedly performing osmotic filtration by the filtration layer and discharge toward the upper part of the filtration layer by the water collecting means on the seawater in the inner water area Can be gradually reduced. Therefore, the content of bacteria such as Escherichia coli contained in the seawater in the inner water area can be reduced to a level at which people can swim, so a water park or swimming area is constructed near the coast. It becomes possible.
In addition, it is only necessary to provide a purification solution as the first seawater purification facility, and to provide a holding body, a filtration layer, and water collecting means as the second seawater purification facility. And can save time and keep construction costs low.
In addition, the first seawater purification facility's purification basin is set at a height so that its upper end protrudes upward from the sea surface regardless of the tides. Will be moved to. Furthermore, since the upper body of the second seawater purification facility is set at a height where the upper end is located below the sea level regardless of the tides, the flow due to tides or the flow due to waves on the upper surface of the filtration layer. Since the surface layer of the filtration layer can be stirred, the clogging of the surface layer of the filtration layer can be prevented, and the initial osmotic filtration function of the filtration layer can be maintained for a long time. .

以下、図面を参照しつつ本発明の実施の形態について説明する。
図1〜図3には、本発明による海水浄化システム及び海水浄化方法の一実施の形態が示されていて、図1は海水浄化施設の全体を示す概略平面図、図2は図1の海水浄化施設の鉛直断面図、図3は図1の第2海水浄化設備の部分平面図である。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 to 3 show an embodiment of a seawater purification system and a seawater purification method according to the present invention. FIG. 1 is a schematic plan view showing the entire seawater purification facility, and FIG. FIG. 3 is a partial plan view of the second seawater purification facility of FIG. 1.

すなわち、本実施の形態の海水浄化システム及び海水浄化方法は、海岸近傍の海水を浄化するのに有効なシステム及び方法であって、第1海水浄化設備2と第2海水浄化設備10とからなる海水浄化施設1を用いて海水の浄化を行うように構成したものである。   That is, the seawater purification system and the seawater purification method according to the present embodiment are a system and method effective for purifying seawater in the vicinity of the coast, and include the first seawater purification facility 2 and the second seawater purification facility 10. The seawater purification facility 1 is used to purify seawater.

第1海水浄化設備2は、海岸近傍の沖合と海岸線との間に設けられ、この第1海水浄化設備2によって海岸近傍に外水域4から区画された内水域5が形成され、この内水域5の陸側の部分に第2海水浄化設備10が設けられる。   The first seawater purification facility 2 is provided between the coast near the coast and the coastline, and the first seawater purification facility 2 forms an inner water area 5 partitioned from the outer water area 4 near the coast. The 2nd seawater purification equipment 10 is provided in the land side part.

第1海水浄化設備2は、海岸近傍の沖合と海岸線との間の海底地盤6上に、礫や砕石等を台形状等に所定の高さに積み上げて両端を海岸線まで延出させ、海岸近傍の沖合と海岸線との間に平面視で円弧形状、コ形状等に形成した浄化提3により構成され、潮の干満に関わらずに上端が海面から上方に所定の長さ突出するように、浄化提3の高さが設定されている。   The first seawater purification facility 2 is configured such that gravel and crushed stone are piled up to a predetermined height on the seabed ground 6 between the coast near the coast and the coastline, and both ends are extended to the coastline. It is composed of purification ridge 3 formed in a circular arc shape, U shape, etc. in plan view between the offshore and coastline, so that the upper end protrudes upward from the sea surface by a predetermined length regardless of tides The height of ide 3 is set.

第1海水浄化設備2を構成する浄化提3には、礫や砕石等によって礫間接触酸化機能が付与され、この礫間接触酸化機能によって外水域4からの海水が浄化提3を透過して内水域5に移動する際に、その海水に含まれる大腸菌等の細菌類が礫や砕石等の表面に付着して捕捉され、大腸菌等の細菌類の含有量が低減された海水が内水域5に移動し、この海水が第2海水浄化設備10に作用する。なお、浄化提3は、礫や砕石に限らず、礫間接触酸化機能を付与できるものであればよい。また、浄化提3を複数本設置して、第1海水浄化設備2を構成してもよい。   The purification basin 3 constituting the first seawater purification facility 2 is given a contact oxidation function between gravels by gravel and crushed stone, and the seawater from the outer water area 4 passes through the purification ledge 3 by this contact oxidation function between gravels. When moving to the inner water area 5, bacteria such as Escherichia coli contained in the seawater are attached to and captured on the surface of gravel, crushed stone, etc., and seawater in which the content of bacteria such as E. coli is reduced is the inner water area 5. The seawater acts on the second seawater purification facility 10. In addition, the purification stuff 3 should just be what can provide the contact oxidation function between gravel not only with gravel and crushed stone. Moreover, the 1st seawater purification equipment 2 may be comprised by installing two or more purification | cleaning hoods 3.

第2海水浄化設備10は、浄化提3と海岸との間に設けられる保持体11と、保持体11の内側(陸側)の海底地盤6上に設けられる濾過層13と、濾過層13の下部と陸地25との間に設けられる集水手段15とを備えている。   The second seawater purification facility 10 includes a holding body 11 provided between the purification basin 3 and the coast, a filtration layer 13 provided on the seabed ground 6 on the inner side (land side) of the holding body 11, and a filtration layer 13 The water collecting means 15 provided between the lower part and the land 25 is provided.

保持体11は、浄化提3の内側(陸側)の海底地盤6上に礫や砕石等を略台形状に積み上げ、図1に示すように、両端を海岸線まで延出させることにより平面視で円弧形状、コ形状等(図1ではコ形状)に形成したものであって、この保持体11によって内水域5の陸側の部分に円弧形状、コ形状等に区画された浄化区域12が形成され、この浄化区域12の海底地盤6上に濾過層13が形成される。   The holding body 11 is piled up in a substantially trapezoidal shape on gravel and crushed stone on the seabed ground 6 inside the purification slab 3 (land side), and as shown in FIG. This is formed in an arc shape, a U shape, etc. (a U shape in FIG. 1), and the holding body 11 forms a purification zone 12 partitioned into an arc shape, a U shape, etc. in the land side portion of the inner water area 5. Then, the filtration layer 13 is formed on the seabed ground 6 in the purification area 12.

なお、保持体11は、内水域5の陸側の部分に浄化区域12を周囲から区画した状態で形成し、かつ、浄化区域12に濾過層13を保持できるものであれば特に制限はなく、コンクリートブロック等を積み上げて形成してもよいし、コンクリートを打設することによって一体に形成してもよい。   The holding body 11 is not particularly limited as long as the holding body 11 is formed in a state where the purification zone 12 is partitioned from the surroundings on the land side portion of the inner water zone 5 and the filtration layer 13 can be held in the purification zone 12. It may be formed by stacking concrete blocks or the like, or may be formed integrally by placing concrete.

保持体11は、潮の干満に関わらずに濾過層13の上面が常に海面下に位置するように、所定の高さに設定されている。このような高さに保持体11を設定することにより、濾過層13の上面に潮の干満による流れあるいは波浪による流れを十分に作用させて濾過層13の表層を攪拌することができるので、濾過層13の主に表層の濾過物による目詰まりを防止でき、濾過層13の初期の浸透濾過性能を長期的に維持することができる。   The holding body 11 is set to a predetermined height so that the upper surface of the filtration layer 13 is always located below the sea level regardless of the tides. By setting the holding body 11 at such a height, the surface layer of the filtration layer 13 can be stirred by sufficiently applying a flow due to tidal flow or a wave on the upper surface of the filtration layer 13. It is possible to prevent clogging of the layer 13 mainly due to the filtrate of the surface layer, and to maintain the initial osmotic filtration performance of the filtration layer 13 for a long period of time.

濾過層13は、保持体11の内側の浄化区域12の海底地盤6上に、保持体11の上面と面一となるように、濾過材14を所定の厚さで堆積させて形成した所定の厚さを有するものであって、この濾過層13によって保持体11を越えて浄化区域12に流れ込む第1海水浄化設備2からの海水が浸透濾過され、海水に含まれる大腸菌等の細菌類の含有量が更に低減される。   The filter layer 13 is formed by depositing a filter medium 14 with a predetermined thickness on the seabed ground 6 of the purification zone 12 inside the holder 11 so as to be flush with the upper surface of the holder 11. The filter layer 13 is used to filter the seawater from the first seawater purification facility 2 flowing into the purification zone 12 beyond the holding body 11 by the filtration layer 13, and contain bacteria such as Escherichia coli contained in the seawater. The amount is further reduced.

なお、本実施の形態においては、濾過層13の厚さを1m程度に設定している。但し、これに限定することなく、海底地盤6の地形等に応じて厚さを任意の値に設定することができる。   In the present embodiment, the thickness of the filtration layer 13 is set to about 1 m. However, the thickness can be set to an arbitrary value according to the topography of the submarine ground 6 without being limited thereto.

本実施の形態においては、濾過材14として所定の粒度の砂を使用し、保持体11の内側の浄化区域12の海底地盤6上に砂を所定の厚さで堆積させることにより所定の厚さの濾過層13を形成している。濾過層13で海水を浸透濾過させることにより、海水に含まれる大腸菌等の細菌類が濾過材14の表面に付着して捕捉され、細菌類の含有量が低減された海水が集水手段15によって集水される。濾過材14の表面に付着して捕捉された細菌類は、濾過材14の表面に付着している微生物によって分解される。   In the present embodiment, sand having a predetermined particle size is used as the filter medium 14, and the sand is deposited with a predetermined thickness on the seabed ground 6 in the purification zone 12 inside the holding body 11. The filter layer 13 is formed. By filtering the seawater through the filtration layer 13, bacteria such as Escherichia coli contained in the seawater are attached to the surface of the filter medium 14 and captured, and the seawater with a reduced content of bacteria is collected by the water collecting means 15. Water is collected. Bacteria attached and captured on the surface of the filter medium 14 are decomposed by microorganisms attached to the surface of the filter medium 14.

なお、濾過材14は、海水を浸透濾過させて、海水に含まれる大腸菌等の細菌類を捕捉できるものであれば特に制限はなく、他の周知の濾過材を堆積させて濾過層13を形成してもよい。
また、濾過材14として砂を使用して濾過層13を形成した場合に、潮の流れあるいは波浪による流れによって濾過層13が浸食される虞がある場合には、保持体11の背後の濾過層13の表面に濾過材14の流出防止用のネットを設けてもよい。
さらに、保持体11及び濾過層13を設ける海底地盤6上に、細粒分の多い底質が存在する場合には、海底地盤6上に予め遮水シートを敷設して底質を覆い、その後に遮水シートの上部に保持体11及び濾過層13を設けるようにしてもよい。
The filter medium 14 is not particularly limited as long as it can permeate seawater and capture bacteria such as Escherichia coli contained in the seawater. The filter layer 13 is formed by depositing other known filter medium. May be.
In addition, when the filter layer 13 is formed using sand as the filter medium 14 and there is a possibility that the filter layer 13 may be eroded by a tide flow or a wave flow, the filter layer behind the holder 11 is used. A net for preventing outflow of the filter medium 14 may be provided on the surface of 13.
Furthermore, when the bottom sediment with a lot of fine particles exists on the seabed ground 6 on which the holding body 11 and the filtration layer 13 are provided, a water shielding sheet is previously laid on the seabed ground 6 to cover the bottom sediment. Further, the holding body 11 and the filtration layer 13 may be provided on the upper part of the water shielding sheet.

集水手段15は、濾過層13で浸透濾過された海水を集水する集水管16と、集水管16で集水した海水を一旦貯留させる貯留槽21と、貯留槽21に貯留させた海水を汲み上げるポンプ20とを備え、ポンプ20の作動により、貯留槽21に貯留させた海水が地上に汲み上げられ、地上から浄化区域12の濾過層13の上部に向けて放流されるThe water collecting means 15 includes a water collecting pipe 16 that collects the seawater filtered and filtered by the filtration layer 13, a storage tank 21 that temporarily stores the seawater collected by the water collecting pipe 16, and the seawater stored in the storage tank 21. The pump 20 is pumped up, and the operation of the pump 20 causes the seawater stored in the storage tank 21 to be pumped to the ground and discharged from the ground toward the upper part of the filtration layer 13 in the purification zone 12.

集水管16は、濾過層13の下部に保持体11に沿って所定の間隔ごとに並列に埋設される多孔管からなる複数の集水枝管17と、複数の集水枝管17の保持体11側の一端間を接続する集合管18と、濾過層13の下部と陸地25との間に埋設されるとともに、一端が集合管18に接続され、他端が貯留槽21の底部に接続される集水親管19とを備え、各集水枝管17で集水された海水が集合管18及び集水親管19を介して貯留槽21の底部に導かれ、貯留槽21に一旦貯留される。   The water collecting pipes 16 include a plurality of water collecting branch pipes 17 composed of porous pipes embedded in parallel at predetermined intervals along the holding body 11 below the filtration layer 13, and the holding body 11 side of the plurality of water collecting branch pipes 17. A collecting pipe 18 connecting one end of each of the two, a buried pipe between the lower part of the filtration layer 13 and the land 25, one end connected to the collecting pipe 18, and the other end connected to the bottom of the storage tank 21. A water main pipe 19 is provided, and the seawater collected by each water collecting branch pipe 17 is guided to the bottom of the storage tank 21 through the collecting pipe 18 and the water collection main pipe 19 and temporarily stored in the storage tank 21.

各集水枝管17の周囲には、各集水枝管17を包囲するように礫23が敷き詰められ、この礫23によって各集水枝管17の各孔が濾過材14によって閉塞されるのを防止するとともに、各孔を介して各集水枝管17の内部に海水と一緒に濾過材14が流入するのを防止している。   A gravel 23 is laid around each water collecting branch pipe 17 so as to surround each water collecting branch pipe 17, and each hole of each water collecting branch pipe 17 is prevented from being blocked by the filter medium 14 by the gravel 23. At the same time, the filter medium 14 is prevented from flowing into the water collecting branch pipes 17 together with the seawater through the holes.

貯留槽21の底部にはポンプ20が設けられ、このポンプ20によって貯留槽21に一旦貯留された海水が地上まで汲み上げられ、地上に設けられている放流部22を介して浄化区域12の濾過層13の上部に向けて放流される。 A pump 20 is provided at the bottom of the storage tank 21, and the seawater once stored in the storage tank 21 is pumped up to the ground by the pump 20, and the filtration layer of the purification zone 12 through the discharge part 22 provided on the ground. It is discharged toward the top of 13.

なお、図示はしないが、放流部22を地中に設け、地中の放流部から濾過層13の上部向けて海水を放流するように構成してもよい。
さらに、放流部22に紫外線により細菌類を低減させる処理設備を隣設し、この処理設備で紫外線処理した後に海水を浄化区域12に放流するように構成してもよい。この場合、第1海水浄化設備2の浄化提3及び第2海水浄化設備10の濾過層13で処理した海水を紫外線処理することになるので、紫外線処理設備の効率を高めることができ、紫外線処理設備の低コスト化を図ることができる。
In addition, although not shown in figure, the discharge part 22 may be provided in the ground and seawater may be discharged toward the upper part of the filtration layer 13 from the discharge part in the ground.
Furthermore, it provided adjacent the treatment facility to reduce the bacteria by ultraviolet discharge unit 22 may be configured so as to discharge the seawater purification zone 12 after ultraviolet treatment in the processing equipment. In this case, since the seawater processed by the purification solution 3 of the first seawater purification facility 2 and the filtration layer 13 of the second seawater purification facility 10 is subjected to ultraviolet treatment, the efficiency of the ultraviolet treatment facility can be increased, and ultraviolet treatment is performed. Cost reduction of equipment can be achieved.

そして、上記のように構成した海水浄化施設1に沖から陸側に向かう潮の流れあるいは波浪による流れが作用すると、外水域4の海水が第1海水浄化設備2の浄化提3を透過することにより、その海水に含まれる大腸菌等の細菌類が浄化堤3の礫や砕石等の表面に付着して捕捉され、細菌類の含有量が低減された海水が内水域5に移動する。   And when the flow of the tide from the offshore to the land side or the flow by the wave acts on the seawater purification facility 1 configured as described above, the seawater in the outer water area 4 permeates the purification basin 3 of the first seawater purification facility 2. As a result, bacteria such as Escherichia coli contained in the seawater adhere to and are captured on the surface of gravels, crushed stones, and the like of the purification bank 3, and the seawater with a reduced content of bacteria moves to the inner water area 5.

そして、内水域5に移動した海水は、第2海水浄化設備10の保持体11を越えて浄化区域12に流れ込むことにより、浄化区域12の濾過層13で浸透濾過され、この際に、海水に含まれる大腸菌等の細菌類が濾過材14の表面に付着して捕捉され、細菌類の含有量が更に減少された海水が集水手段15の集水枝管17に集水され、集合管18及び集水親管19を介して貯留槽21に導かれ、貯留槽21に一旦貯留される。貯留槽21に貯留された海水は、ポンプ20の作動により地上に汲み上げられ、地上の放流部22から浄化区域12の濾過層13の上部に向けて放流される。
Then, the seawater that has moved to the inner water area 5 passes through the holding body 11 of the second seawater purification facility 10 and flows into the purification area 12, and is filtered by osmosis in the filtration layer 13 of the purification area 12. The contained bacteria such as Escherichia coli adheres to the surface of the filter medium 14 and is trapped, and the seawater in which the content of bacteria is further reduced is collected in the water collecting branch pipe 17 of the water collecting means 15, and the collecting pipe 18 and It is led to the storage tank 21 through the water collecting main pipe 19 and temporarily stored in the storage tank 21. Seawater stored in the storage tank 21 is pumped up to the ground by the operation of the pump 20 and discharged from the discharge section 22 on the ground toward the upper part of the filtration layer 13 in the purification zone 12.

なお、濾過層13の表面には、沖から陸方向又は陸から沖方向に向かう潮の流れあるいは波浪による流れが常時作用しているので、その流れによって濾過層13の表層が攪拌されることになるので、濾過層13の表層が濾過物による目詰まりを起こして浸透濾過性能が低下するようなことはなく、初期の浸透濾過性能を長期的に維持することができる。   In addition, since the flow of tidal waves or waves flowing from the offshore to the land or from the land to the offshore is constantly acting on the surface of the filtration layer 13, the surface layer of the filtration layer 13 is stirred by the flow. Therefore, the surface layer of the filtration layer 13 is not clogged with the filtrate and the osmotic filtration performance does not deteriorate, and the initial osmotic filtration performance can be maintained for a long time.

そして、このようなことが海水浄化施設1において繰り返し行われることにより、海岸近傍の海水に含まれる大腸菌等の細菌類が次第に低減され、海岸近傍の海水の細菌類の含有量を人々が遊泳等することができるレベルまで低減させることができる。   And by repeating this in the seawater purification facility 1, bacteria such as Escherichia coli contained in the seawater near the coast are gradually reduced, and people can swim in the content of bacteria in the seawater near the coast. Can be reduced to a level that can be achieved.

以上、説明したように、本実施の形態による海水浄化システム及び海水浄化方法にあっては、第1海水浄化設備2と第2海水浄化設備10とからなる海水浄化施設1を用い、海岸近傍の海水を、第1海水浄化設備2の浄化提3を透過させることにより大腸菌等の細菌類の含有量を低減させ、この細菌類の含有量を低減させた海水を第2海水浄化設備10の濾過層13で浸透濾過させることにより更に細菌類の含有量を減させ、さらに、この海水を第2海水浄化設備10の濾過層13を循環させることにより、更に細菌類の含有量を低減させるように構成したので、海水近傍の海水の細菌類の含有量を人々が遊泳等することができるレベルまで低減させることが可能となり、海岸近傍に親水公園や遊泳場等を建設することが可能となる。   As described above, in the seawater purification system and the seawater purification method according to the present embodiment, the seawater purification facility 1 including the first seawater purification facility 2 and the second seawater purification facility 10 is used, By passing the seawater through the purification basin 3 of the first seawater purification facility 2, the content of bacteria such as E. coli is reduced, and the seawater with the reduced content of bacteria is filtered by the second seawater purification facility 10. The content of bacteria is further reduced by osmotic filtration in the layer 13, and further, the content of bacteria is further reduced by circulating this seawater through the filtration layer 13 of the second seawater purification facility 10. Since it comprised, it becomes possible to reduce the content of bacteria of the seawater near seawater to the level which people can swim, and it becomes possible to construct a hydrophilic park, a swimming pool, etc. in the vicinity of the coast.

また、海岸近傍に、浄化提3からなる第1海水浄化設備2と、保持体11と濾過層13と集水手段15とからなる第2海水浄化設備10とからなる海水浄化施設1を建設すればよいので、親水公園や遊泳場等の建設に要する時間と手間を削減することができ、建設費用を安く抑えることができる。   In addition, a seawater purification facility 1 comprising a first seawater purification facility 2 comprising a purification basin 3 and a second seawater purification facility 10 comprising a holding body 11, a filtration layer 13, and a water collecting means 15 is constructed near the coast. Therefore, it is possible to reduce the time and labor required for the construction of a water park, swimming pool, etc., and construction costs can be reduced.

さらに、第1海水浄化設備2の浄化提3で細菌類の含有量を低減させた海水を第2海水浄化設備10の濾過層13で浸透濾過させているので、濾過層13の負荷を軽減させることができ、濾過層13の目詰まりによる機能低下を抑制できる。   Furthermore, since the seawater in which the content of bacteria is reduced by the purification solution 3 of the first seawater purification facility 2 is osmotically filtered by the filtration layer 13 of the second seawater purification facility 10, the load on the filtration layer 13 is reduced. It is possible to suppress functional degradation due to clogging of the filtration layer 13.

なお、本実施の形態においては、外水域4の海水のふん便性大腸菌群数は数万個/100mlであったが、第1海水浄化設備2の浄化提3を通すことにより、内水域5の海水のふん便性大腸菌群数を数千個/100mlに低減させることができた。また、第2海水浄化設備10の濾過層13を通すことにより、内水域5の海水のふん便性大腸菌の群数を数百個/100mlまで低減させることができた。   In this embodiment, the number of fecal coliforms of seawater in the outer water area 4 is tens of thousands / 100 ml. However, by passing through the purification seam 3 of the first seawater purification facility 2, It was possible to reduce the number of fecal coliforms in seawater to thousands / 100 ml. Moreover, by passing the filtration layer 13 of the second seawater purification facility 10, the number of fecal coliforms in seawater in the inner water area 5 could be reduced to several hundred / 100 ml.

なお、前記の説明においては、本発明による海水浄化システム及び海水浄化方法を海底地盤6が傾斜している部分に適用したが、これに限定することなく、護岸が設置されている平らな海底地盤等のように、各種の海底地盤に適用してもよいものであり、その場合にも同様の作用効果を奏するのは勿論のことである。   In the above description, the seawater purification system and the seawater purification method according to the present invention are applied to the portion where the seabed ground 6 is inclined. However, the present invention is not limited thereto, and the flat seabed ground where the seawall is installed is provided. As described above, the present invention may be applied to various submarine grounds, and in this case, of course, the same effects can be obtained.

本発明による海水浄化システム及び海水浄化方法に用いる海水浄化施設の全体を示した概略平面図である。It is the schematic plan view which showed the whole seawater purification facility used for the seawater purification system and seawater purification method by this invention. 図1の海水浄化施設の鉛直断面図である。It is a vertical sectional view of the seawater purification facility of FIG. 図1の海水浄化施設の第2海水浄化設備の部分平面図である。It is a partial top view of the 2nd seawater purification equipment of the seawater purification facility of FIG.

符号の説明Explanation of symbols

1 海水浄化施設
2 第1海水浄化設備
3 浄化提
4 外水域
5 内水域
6 海底地盤
10 第2海水浄化設備
11 保持体
12 浄化区域
13 濾過層
14 濾過材
15 集水手段
16 集水管
17 集水枝管
18 集合管
19 集水親管
20 ポンプ
21 貯留槽
22 放流部
23 礫
25 陸地
DESCRIPTION OF SYMBOLS 1 Seawater purification facility 2 1st seawater purification facility 3 Purification proposal 4 Outer water area 5 Inner water area 6 Submarine ground 10 Second seawater purification equipment 11 Holder 12 Purification area 13 Filtration layer 14 Filter material 15 Water collecting means 16 Water collecting pipe 17 Water collecting branch Pipe 18 Collecting pipe 19 Catchment master pipe 20 Pump 21 Reservoir 22 Discharge part 23 Gravel 25 Land

Claims (3)

海岸近傍の海水を浄化する海水浄化システムであって、
海岸近傍の沖合と海岸線との間に設けられて、海岸近傍に外水域から区画された内水域を形成する第1海水浄化設備と、
該第1海水浄化設備よりも海岸線側に設けられて、前記内水域の海岸線に沿う部分に、該内水域の他の部分から区画された浄化区域を形成する第2海水浄化設備とを有する浄化施設を備え、
前記第1海水浄化設備は、前記外水域からの海水を透過させて前記内水域に移動させる際に、該海水に含まれる大腸菌等の細菌類を付着させて捕捉する礫間接触酸化機能を有するとともに、潮の干満に関わらずに上端が海面から上方に突出する高さに設定される、礫や砕石等を積み上げて構成した浄化提からなり、
前記第2海水浄化設備は、前記内水域の海岸線に沿う部分に、該内水域の他の部分から区画された前記浄化区域を形成するとともに、潮の干満に関わらずに上端が海面下に位置する高さに設定される保持体と、前記浄化区域の海底地盤上に濾過材を堆積させることによって形成されるとともに、前記内水域からの海水を浸透濾過させて該海水に含まれる大腸菌等の細菌類を付着させて捕捉する浸透濾過機能を有する濾過層と、前記濾過層の下部と海岸線に沿う陸地の部分との間に設けられて、前記濾過層で浸透濾過させた海水を集水して、該海水を海岸線に沿う陸地の部分に導き、該海岸線に沿う陸地の部分から前記濾過層の上部に向けて放流する集水手段とからなることを特徴とする海水浄化システム。
A seawater purification system for purifying seawater near the coast,
A first seawater purification facility, which is provided between an offshore near the coast and the coastline, and forms an inner water area partitioned from an outer water area near the coast;
A purification having a second seawater purification facility provided on a coastline side of the first seawater purification facility and forming a purification zone partitioned from other portions of the inner water area at a portion along the coastline of the inner water area Equipped with facilities,
The first seawater purification facility has an intergranular contact oxidation function for adhering and capturing bacteria such as Escherichia coli contained in seawater when the seawater from the outer water area is permeated and moved to the inner water area. Along with the tides, the upper end is set to a height that protrudes upward from the sea level.
In the second seawater purification facility, the purification area partitioned from other parts of the inner water area is formed in a portion along the coastline of the inner water area, and the upper end is positioned below the sea level regardless of tides. A holding body set to a height to be formed, and by depositing a filter medium on the seabed ground of the purification zone, and by osmotically filtering seawater from the inner water area, such as Escherichia coli contained in the seawater Water is collected between the filtration layer having an osmotic filtration function for adhering and capturing bacteria, and the land below the filtration layer and the land along the coastline, and osmotically filtered by the filtration layer. And a water collecting means for guiding the seawater to a land portion along the coastline and discharging the seawater from the land portion along the coastline toward the upper portion of the filtration layer.
前記集水手段は、前記濾過層の下部に埋設されるとともに、前記濾過層で浸透濾過された海水を集水する集水管と、前記海岸線に沿う陸地の部分に設けられるととともに、前記集水管で集水した海水を一旦貯留させておく貯留槽と、該貯留槽から海水を汲み上げて地上に導き、地上から前記濾過層の上部に向けて放流するポンプとを備えていることを特徴とする請求項1に記載の海水浄化システム。   The water collecting means is embedded in a lower part of the filtration layer, and is provided in a water collection pipe for collecting seawater that has been osmotically filtered in the filtration layer, and provided in a land portion along the coastline, and the water collection pipe A storage tank for temporarily storing the seawater collected in step (b), a pump for pumping the seawater from the storage tank to the ground, and discharging it from the ground toward the upper part of the filtration layer. The seawater purification system according to claim 1. 請求項1に記載の海水浄化システムを用いて海岸近傍の海水を浄化する海水浄化方法であって、
外水域からの海水を、前記第1の海水浄化設備の前記浄化堤を透過させて前記内水域に移動させる際に、該浄化提の礫間接触酸化機能によって該海水に含まれる大腸菌等の細菌類を付着させて捕捉するとともに、
前記第1の海水浄化設備の前記浄化提を透過させて前記内水域に移動させた前記海水を、前記第2海水浄化設備の前記浄化区域の海底地盤上の前記濾過層で浸透濾過させることにより、前記海水に含まれる大腸菌等の細菌類を付着させて捕捉し、前記濾過層を浸透濾過させた前記海水を、前記集水手段で集水して海岸線に沿う陸地の部分に導き、該海岸線に沿う陸地の部分から前記濾過層の上部に向けて放流することを繰り返すことを特徴とする海水浄化方法。
A seawater purification method for purifying seawater in the vicinity of a coast using the seawater purification system according to claim 1 ,
Bacteria such as Escherichia coli contained in the seawater by the contact-oxidation function between the gravel of the purification basin when the seawater from the outer water area is transferred to the inner water area through the purification levee of the first seawater purification facility To attach and capture
By osmotically filtering the seawater that has passed through the purification basin of the first seawater purification facility and moved to the inner water area through the filtration layer on the seabed ground of the purification area of the second seawater purification facility. The seawater obtained by adhering and capturing bacteria such as Escherichia coli contained in the seawater and permeating and filtering the filtration layer is collected by the water collecting means and led to a land portion along the coastline. The seawater purification method characterized by repeating discharging from the land portion along the top toward the upper portion of the filtration layer .
JP2006335020A 2006-12-12 2006-12-12 Seawater purification system and seawater purification method Expired - Fee Related JP4858142B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006335020A JP4858142B2 (en) 2006-12-12 2006-12-12 Seawater purification system and seawater purification method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006335020A JP4858142B2 (en) 2006-12-12 2006-12-12 Seawater purification system and seawater purification method

Publications (2)

Publication Number Publication Date
JP2008142666A JP2008142666A (en) 2008-06-26
JP4858142B2 true JP4858142B2 (en) 2012-01-18

Family

ID=39603434

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006335020A Expired - Fee Related JP4858142B2 (en) 2006-12-12 2006-12-12 Seawater purification system and seawater purification method

Country Status (1)

Country Link
JP (1) JP4858142B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012246711A (en) * 2011-05-30 2012-12-13 Hitachi Zosen Corp Seawater percolation and filtration method, and device for preventing sand layer surface from clogging

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2672140B2 (en) * 1989-01-26 1997-11-05 五洋建設株式会社 Water quality improvement device and water quality improvement method using strip-shaped drain material
JPH0713766Y2 (en) * 1989-11-07 1995-04-05 清水建設株式会社 Seawater purification structure
JPH07122245B2 (en) * 1990-05-15 1995-12-25 日本ミクニヤ株式会社 Biological purification artificial beach
JP2961279B2 (en) * 1990-06-29 1999-10-12 清水建設株式会社 Structure of artificial pond
JP2822370B2 (en) * 1994-06-07 1998-11-11 株式会社大林組 Water purification dike
JP3713677B2 (en) * 1998-06-15 2005-11-09 五洋建設株式会社 Water source quality improvement equipment
JP3555128B2 (en) * 1998-07-24 2004-08-18 株式会社大林組 Water purification levee and method of withdrawing water from its inner water area
JP3899788B2 (en) * 2000-08-10 2007-03-28 株式会社大林組 Seawater intake system and seawater intake method
JP4061865B2 (en) * 2001-06-26 2008-03-19 株式会社大林組 Water purification structure
JP4122804B2 (en) * 2002-03-13 2008-07-23 株式会社大林組 How to lay the bottom of the drainage pipe
JP2006152798A (en) * 2006-01-13 2006-06-15 Ohbayashi Corp Seawater intake system and method
JP2008144525A (en) * 2006-12-12 2008-06-26 Ohbayashi Corp Seawater infiltration intake system and seawater infiltration intake method

Also Published As

Publication number Publication date
JP2008142666A (en) 2008-06-26

Similar Documents

Publication Publication Date Title
JP5822623B2 (en) Seawater osmotic filtration method and osmotic water intake unit
JP2006150351A (en) Wetland type water purification system
JP5822644B2 (en) Cleaning device for filtration layer in seawater infiltration.
KR200452222Y1 (en) Non-point pollution natural purification system
JP6496577B2 (en) Infiltration water intake system for revetment walls
JP6530205B2 (en) Seepage water intake system
JP2008144525A (en) Seawater infiltration intake system and seawater infiltration intake method
KR100917400B1 (en) Washing type nature friendly channel for artificial wetland
JP2000186351A (en) Penetration-type water intake method
JP2012246711A (en) Seawater percolation and filtration method, and device for preventing sand layer surface from clogging
JP3899788B2 (en) Seawater intake system and seawater intake method
JP6084897B2 (en) Floating suspended material recovery device and method
JP4858142B2 (en) Seawater purification system and seawater purification method
JP2000210505A (en) Intake apparatus by filter device utilizing riverbed
JP6138594B2 (en) Mobile suspended solids recovery equipment for seawater infiltration.
JP4746362B2 (en) Water purification facility using wave energy
JP2006152798A (en) Seawater intake system and method
KR101642355B1 (en) Filtered Water Intake System and Construction Method thereof
JP3555128B2 (en) Water purification levee and method of withdrawing water from its inner water area
JP2001026951A (en) Water intake device by filtration device utilizing river bottom
JPS6312182Y2 (en)
CN214270593U (en) Novel environmental protection sea water filtering ponds of purification of water quality
JPH03140511A (en) Sea-water purifying bank
JP2005058957A (en) Floating type water area cleaning apparatus
KR100546060B1 (en) a purifier and method of outflow water to the early stage of a heavy rain

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20091120

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20110413

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110510

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110708

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110802

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110915

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20111004

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20111017

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20141111

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees